1988-8386 G (Plans) GENERAL NOTES GRADING EROSION CONTROL
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS R QUIRED, CONTACT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
AYA'IE_EMME _ _____ - - _ AT (419) 76 & - i s�,s_ -- (PHONE) LEStAL_QE$CR I PT I gN
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT -V- - --
PARCEL 2 OF PM. 15301
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A.P.N. 7
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL
GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
2. THE SOILS REPORT TITLED "PRELIMINARY TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF
GEOTECHNICAL REPORT, CAROLYN PLACE, IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN
IS IMMINENT. ,�ITE_ADQRESS
OLIVENHAIN ", PREPARED BY JOHN E. VERNON. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS CAMOZ
YN P[ACE
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED DATED DECEIVER 1 , 1
048, SHALL BE CONSIDERED AS / ED OR OL /VENNA , CA 92 024
A PART OF THIS GRADING PLAN. ALL GRADING FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
SHALL BE DONE IN ACCORDANCE WITH THE
INSPECTOR.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED QWNER
/PERMITTEE
IN SAID REPORT. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
DEVICES MIME 7EAr/ _
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER P•Q
BOX I t06
DAMAGE TO ADJOINING PROPERTIES OR TO F I N I S H E D WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. RANCHO JANTA fE,
CA 92067 /C /» 75CP - 2303
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 1 7,0 3 7 7
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL AVG. DEPTH OF CUT = 1. P3 F T
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO I3,Sa FT
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN WHICH MAY ARISE. AVG. DEPTH OF FILL
. 17,037 FT; _ 1640 FT
CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND !0/9/
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
GRADING. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
ESTIMATEQ_GUANTITIfS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION. a5 I
6. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
CUT ---- - -- - -- C.Y.• 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO APPROVED GRADING
PLAN SHALL BE INCORPORATED HEREON. FILL - 6 �- 5 ' - -- C.Y.»
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST
DRAIN AWAY IMPORT - -� - -- C.Y.*
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR ACCORDANCE WITH SPECIFICATIONS. FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
A LICENSED LAND SURVEYOR. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). QUANTITIES MAY VARY DUE TO SHRINKAGE OR
SWELL FACTORS). 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ENGINEER OF WORK AND LEFT -IN A NEAT AND ORDERLY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD
GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
30URCE OF TOPo P�VY
a. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) M I L E OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER
15, THE SLOPES SHALL BE S T A B I L I Z E D W I T H PUNCHED 3URYEY dY PASCO ENBlN /MG) F/ELD NOTES DATED
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE -.
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON EROSION AND SEDIMENT CONTROL HANDBOOK
OF THE STATE OF
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT
OF CONSERVATION.
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS, HOWEVER: LANDSCAPING
THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING 2, FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND LOCATION OF SLOPES PRIOR TO OCTOBER i OR IMMEDIATELY UPON COMPLETION
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
A. SEWERS - G94 3273 DECLARATION _OF RESPONSIBLE_CHARGE
B . GAS 6 ELECTR I C - 800- 42Z 4j33 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR T H
I S INDEX
PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
C. WATER - 7 53- &464 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS 501 OF 3 SNTS. NOTES
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH
D. TELEPHONE - 600 422-4133 CURRENT STANDARDS.
SAT 2 OF 3 3I/TS. vt� . GRAdl PLAN
E . CABLE TV - 800 - 422 - 4 1 3 3 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC I F I -
CATIONS BY THE C I T Y OF ENCINITAS IS CONFINED TO A REVIEW ONLY 3HT. 3 OF 3 .311TS.... EROS/ow AND
3EDockIT coAln OL rLAN
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI-
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BILITIES FOR PROJECT DESIGN.
PHONE: (619) 944 -6070
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BY:_____ - _
ol �A - - - - -- DATE_ -f- 6 -- -- - ---
INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED SOILS_ENGINEER'S_CERTIFICATE WAYNE PASCO
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO �yyy/ ��yy��A/� R.C.E. 29577
REJECTION AND REMOVAL.
'^_�S'_______ IN
I E. I'C'I► A REGISTERED CIVIL ENGINEER FESS %�
THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD Y r,�p
OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND <
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE �4,� JN� A.p7s
BY ME OR UNDER MY DIRECTION BETWEEN THE DATES � O/- 8
- �� - - - -- $- -- - AND
f2 _ OZ _ dG _______, ONE COMPLETE COPY OF THE TOILS REPORT `� p
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 7
T957
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I EX !
P NO .2957 a
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
REC�ENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT P C R
HAVE TEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED / }--G�'tii QAU_FQ
-------------------
RICE NO.: - -- Pllt! -- ----------------
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VICINITY MAP SOIANA .EACH. CA 9205
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SEWER DI RICT EMME `l
CI TY APPFIOVED CHANGES BENCH MARK
CARDIFF SANITATION DISTRICT CALIFORNIA COORDINATE INDEX 3 V - 1<09'S P
N.. Description A
PASCO ENGINEERING Description W Dow DESCRIPTION CHISELED 50. ON R/N OF CONCRETE „
(sfo) mwAy 1 1 �'° i IfO QERT NARREN Eq of work AYNE riSCO n '
saa No. rfwH wAV wf 1 R ELOCATE ST'RrJJ.;T!lRG, 1'J/>t� .tfl /RR /GAT /ON P /PE
SURE A EC /M1JVAr6 X9 WALL, P _I CITY EN6/NEER IQ'•O
SOLANA BEACH. CA 92076 LOCATION:. UP E OF 4 CAS HORROS @ INT RSECT/ON ti: n XR 3 /! R.c. 77
In me o
tA /st bAt . OF LA BAJADq l/V
APPROVED / , 0 ® AS BUILT II&W 1040 -M RECORD FROM: Cog SANDIC60 YERT. C TROL z
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VALID FOR P YEARS FROM RATE ELEVATION: 17S GS DATUM: (✓ S• G• � rern.n we. yt� �
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FILE NO.
EROS /ON CONTROL LEGEND
DRAIM46E $WAGE fSE6 DETA /L)
(1X MIN SCOPE)
(;)9AV6L8AG JIMMENT MbWlER P140PERTY un
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GRAVEL SQG SED I MENT BARRIER CONSTRUCTION NOTES � UNKNONN I � � E.� /ST A. C� RAJ - - -_ - -- __ .- _ - -
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THE BAGS TIGHTLY TOGETHER. TO fiM0.40 EASEMENT ' v v BU /L D /NG WACC CAIDTA/'!/I�T OF PGAN�
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CARDIFF SANITATION DISTRICT PASCO ENGINEERING ' �"��'�" _ 4rN DNS CAU IN_DEx 30 1696 y�
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-- - - -- -J - -- - _ -i Z Z:
FILE N0.
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PC-277